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' 76g2 ______ 11 TF = ' ' ' =G8.4 \wv' `` 676 __ __ ----�-'� - --~~ �� -�n�� / ^�� - ~�o ' -�`~� ^��Bq�"/� - �� ~�:/- °�� / --- T w�m STDNE CULVE�T ^a^��'�� ~�, �=��~="" r�� `��low [X|�� n~ ~ _ \ -'^ov�+ - �� -~ �------ TD BE AB�NDONED 1. ~~ ^ \ ~"^ . (��REL \` w ~`� - .._ ` -~ ��W/l / ''� ' `�-' > �T��,�� T��0 �I^�YJ��[} ��&� �� 111. / W\F TO�� OF �DN��LLE VOL. 102, P4�E �27 W-5 k\ �,_ ", �_. �i _2 li� — - -�, -1 \ \ -i A . �'' �,Rcip \ � 11 ,, "I, - I - I . I—— ;,. .. , .;� . I � ... ,__ , , 'N 0 - .,,:: oN � i. ,.-Ill __�__. �_\. ,_" I �, I I" 11 C_%�S,ilti " I . _." ! , \ "I ".. I -rr "ill \ I " , -.. ,,�, Lis! , ,�r : AAi � / �� / / / y ' �-� ` �� -�~��'��/Yv�` � \ ` ��\ '^^°�' � /' _ / / / / / ~=�.` .. `�� ` , \ zw�mvo w�T�xm�� `` �� \ \�BT�_L ��[U�B] R|p�.R�p.^ / ' / ^�, . �~ / / ^, �� / ------��o----- Emsnwo oOwToun / / zwL Amo WETLANDS � / / pR0P0�ED COwT�UR � / ' �~ P, iiN� � c^c�/w`" [3+5O ^*,z^^mor / 11 I p��\ / / ~" �� - �k� if ,"',V ` ��F` = 8�54785 /�s4uwl/�A��^zC ------~------ UW|T 0F INLAND WETLANDS /' ' ` �O '� /y - `~~ / '/ -�~- X �~�'X�~�' SILT FENCE / / // INV INVERT / / ---�_`__� '/ L.F. LINEAR FEET '/ MIN MINIMUM // // SF SQUARE FEET // WH MANHOLE // it it � v / /z � �� . � . STATION 17+84 TF =1O41± HAMMEL �ppRO� �T��ETLINE T.F. ' INV out = �734± LANE U // ' ' . ' |mw in = 100 mes 11 r INV. IN = 79.6 - - W____�S//�_ --- __ - - ----------- I ____ i ______ -- I _______ -..--- __ i - _____ I -_ ____ W . 4 RINGS (MAX. 12 ADJUSTMENT) \ � . W F= 4'—O" DIA. CEMENT ON INTERIOR (TYP.) *40---iiiiiiiiiiiiiii- [,,,,-�` ___ ___ - ___ __ I ; i INV, IN = '79.6 1 - ____ __ " %****< V � INV. = 89.6± AT CROSSING — - _--iiiiiii_ '_ ___ �_ ___� I _______,_____ 304 � _.- -iii- __ EXISTING SANITARY MANHOLE __� : **'ift iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii� iiiiiiiii- I i ! SED) 15# ADS _� (PROPOSED) `_- — ___ \ __ - i 2P 'l�< - 04%iiiiiiiiiiiiiiiiii� i 111,11 cid i+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 1. CONTRACTOR SHALL VERIFY BENCHMARKS AND INVERT ELEVATIONS 2. CALL BEFORE YOU DIG (800 )-922-4455 J. CONTRACTOR TO NOTIFY SEWER DEPARTMENT' GARY BLACK5TONE AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES (880)-848-3830 FOR INSPECTION SCHEDULE 4. CONTRACTOR TO NOTIFY WETLANDS AGENT, COLLEEN BEZANSON AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITIES (800)-848-3030 MARK REYNOLDS, P.E. CT LIC. # 19789 x . Head Wall = 7605 mv ae' RCP = 70 | 12" LIFTS DEPTH VARIES 100 FROM PIPE am ___ FILTER FABRIC 6- MIN T T, 00 3/4" BROKEN STONE _412 - BACKFILL DETAIL, NOTTO SCALE '. r, =� #4000 I . 5 " W r- . . .. ! � . . . �_ 0 - 11 . �, � 111� :t3 I .-I L8" GRAVEL BEDDING SEWER MANHOLE NOT TO SCALE Plan Narrative: ` `~ The purpose ofthe project istoconstruct asanitary sewer line. Approximately m7nlinear feet o,sewer line and three (3) sanitary manholes will ueconstructed within the wetland buffer. The site iswell pmtecteuagainst sedimentation. The following sequence of construction is prescribed to insure protection from sedimentation occurring along the proposed sanitary sewer line. The installation orthe sewer line iaexpected to take approximately three (3)days. Sequence nfConstruction: 1.> Establish and maintain silt fence along the proposed sewer line as shown on the plan and as directed uythe Town u,Montville, Wetland Agent. o.) Excavate the trench for the sanitary sewer placing excavated material adjacent to the trench, within the silt fence. o.) Place sewer pipe/manholes momexnemnmgrauemohownonu`eplon. 4.) Backfill and grade the trench area. n.>Fine grade, seed and mulch all disturbed areas. a.) Upon establishment o,permanent grass, remove all sediment and silt fence. 7.) The contractor shall adequately support and anchor existing culverts during sewer line installation. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT xS NOTE� nE�EON ,;;;� e�_ 2?�___ DATE: 111:5 7 MICHAEL C. H[ALEY, P.L.S. CT UC. # 17247 CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE SILT FENCE DETAIL vwnE Fswcxwo AND FILTER Fxamc STAPLED BACKFILL TO COVER WIRE FENCING & FILTER FABRIC SET STAKES APPROX 10' APART 11611111 PLAN ��U�� PROFILE x�� o�� SEWERL|NE FROM PEOUOT ROAD TO HAMK4EL LANE �� W. TRANSPORT �= LEASING ��° ��° �� PEFlUOT ROAD MONTV|i | E CONNECTICUT SCALE: HOR|Z 1°=40` VERT 1" = 4' DATE: AUG. 14, 2002 SHEET NO. 1 OF 1JOB NO. 94-04303 1 DRAWN BY: MCH HEA PROFESSIONAL LAND SURVEYING AND SITE PLANNING I 17 MAIN STREET I 860-228-8884 —CAST IRON LOCKING I/ MANHOLE FRAME AND COVER 4- ADJUST TO GRADE AS REQ'D xzzlli A W . 4 RINGS (MAX. 12 ADJUSTMENT) W F= 4'—O" DIA. CEMENT ON INTERIOR (TYP.) '. r, =� #4000 I . 5 " W r- . . .. ! � . . . �_ 0 - 11 . �, � 111� :t3 I .-I L8" GRAVEL BEDDING SEWER MANHOLE NOT TO SCALE Plan Narrative: ` `~ The purpose ofthe project istoconstruct asanitary sewer line. Approximately m7nlinear feet o,sewer line and three (3) sanitary manholes will ueconstructed within the wetland buffer. The site iswell pmtecteuagainst sedimentation. The following sequence of construction is prescribed to insure protection from sedimentation occurring along the proposed sanitary sewer line. The installation orthe sewer line iaexpected to take approximately three (3)days. Sequence nfConstruction: 1.> Establish and maintain silt fence along the proposed sewer line as shown on the plan and as directed uythe Town u,Montville, Wetland Agent. o.) Excavate the trench for the sanitary sewer placing excavated material adjacent to the trench, within the silt fence. o.) Place sewer pipe/manholes momexnemnmgrauemohownonu`eplon. 4.) Backfill and grade the trench area. n.>Fine grade, seed and mulch all disturbed areas. a.) Upon establishment o,permanent grass, remove all sediment and silt fence. 7.) The contractor shall adequately support and anchor existing culverts during sewer line installation. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT xS NOTE� nE�EON ,;;;� e�_ 2?�___ DATE: 111:5 7 MICHAEL C. H[ALEY, P.L.S. CT UC. # 17247 CERTIFICATION IS NOT VALID WITHOUT LIVE SIGNATURE AND EMBOSSED (IMPRESSION) TYPE SILT FENCE DETAIL vwnE Fswcxwo AND FILTER Fxamc STAPLED BACKFILL TO COVER WIRE FENCING & FILTER FABRIC SET STAKES APPROX 10' APART 11611111 PLAN ��U�� PROFILE x�� o�� SEWERL|NE FROM PEOUOT ROAD TO HAMK4EL LANE �� W. TRANSPORT �= LEASING ��° ��° �� PEFlUOT ROAD MONTV|i | E CONNECTICUT SCALE: HOR|Z 1°=40` VERT 1" = 4' DATE: AUG. 14, 2002 SHEET NO. 1 OF 1JOB NO. 94-04303 1 DRAWN BY: MCH HEA PROFESSIONAL LAND SURVEYING AND SITE PLANNING I 17 MAIN STREET I 860-228-8884